Laserfiche WebLink
<br /> <br /> <br />~' ALL MlOUNO <br /> <br />~ <br /> <br />,. <br /> <br />15'-4' <br />14'-0" <br /> <br />,. <br /> <br />6'-a" a" <br /> <br />3' +~' <br /> <br />)'-4' <br /> <br />t <br /> <br />". <br />,^p <br /> <br />L@ <br /> <br />15' PVC <br />(FROIolF.O.l <br /> <br />PLAN VIEW <br /> <br />N.T.S. <br /> <br />;-----~~~;;~~~~~~;~;---~ <br />I O.TCHBASIN : <br />I FRAME E GRATE I <br />I I <br />I I <br />: I <br />- I I <br />I <br />I <br />I <br />I <br />: I <br />I I I I <br />~ __ _ _ J~~1A1t~~~C~~1T~ ~T~~A~t _ _ _ _ J <br />, , <br /> <br /> <br /> <br />4'-0' <br /> <br />4'-0' <br /> <br />7' -~" <br /> <br />15' -~" <br />BARS I! 6" C.C. {BOTTOIlI <br />aARSI!12" C.C. (TOP) <br /> <br />TOP SLAB REINFORCING DETAIL <br /> <br />N.T.S. <br /> <br />" <br /> <br /> <br />CAICH BASIN FRAI-lE& <br />USF' 4105/6224 <br /> <br />- <br />- <br />" <br />< <br />lOP SLAB EL - 7.00 (NGVOJ > <br />TOPSLABEL-5,45(NAVOJ <br /> <br />.s BARS !! 12" VERl <br />12" HOPE FRDM TRENCH <br />INVEL-2.00(NGVOJ <br />1'1'1 EL- D. ~5 (NAVO] <br />3' C.D. <br />INVEL-2.00tNGvDJ <br />INV EL-O.45 tNAVOJ <br /> <br /> <br />IS' HDPEtF'llOl-tROOFJ <br />INVEL-2.00t'lGVOI <br />1'1'1 EL- O. ~s ('1AVOI <br />'7BARSI!6'HORIZ~ <br /> <br />, <br />0_ <br />"" <br />t;~ <br />w_ <br /> <br />~~ <br /> <br />~ :o~ <br /> <br />;...<U><U> <br />-- <br />"" <br /><< <br />Ww <br /> <br />EL-IO,OOtNGVOJ <br />EL- B. ~5 tNAVOI <br /> <br />4' 8RICKCOLLAR <br /> <br />C.C. <br /> <br />'5 I! 6" E.W <br /> <br />, HDPEPOOLAREA <br />INVEL 2.00tNGV <br />INVEL-0.45(NAV <br /> <br />/ <br />I <br />I <br />, <br /> <br />, <br />\ <br />, <br /> <br /> " <br />INTERMEDIATE <br />8AFFLEWALL <br /> ELLCHAMBHI <br />CC 1 1 <br />"";-1-""," <br />N~" w ~ <br />:~ 'l,'^ _)\-- .' <br />3' , N " "- <br />24" DIAMETER '" ........ <br />DRAINAGE "ELL --~- <br />PIPE & CASING <br /> <br />2' CLtTYPI <br />.7BARSW/HOOKS <br />tSTO) I! 6" E.w. <br /> <br /> <br />~:,-: <br /> <br />LAP <br />12' E.W. <br />6'-8' <br /> <br />1.,..1 <br /> <br />6'-S' <br /> <br />15'-4" <br /> <br />SECTION A-A <br /> <br />N.T.S. <br /> <br /> <br />2.5 ADDITIONAL <br />RE1NFORClNG8ARS <br />(TrPIC,l,LI <br /> <br />TYPICAL OPENING REINFORCING DETAIL <br /> <br />N.T.S. <br /> <br />10.OotNGVDI <br />B.4SINAVDI <br /> <br />7 B,l,RS I! 6' C.C. E.W. <br /> <br /> <br />. 7 B,l,RS 1,1 6" <br /> <br />.7 BARS i\l6' C.C.E.W. <br /> <br />~ <br /> <br />TDPSLABEL-7.00(NGVD) <br />TOPSL,l,BEL-S.4S(NAVOJ <br /> <br />o <br />" <br /> <br />'SBARS <br />I! 12' VERT <br />IS' HOPE (FROM AOOF) <br />INVEL-2.00(NGVOJ <br />INVEL-o.4S(NAVO) <br />3" C.O. <br />INVEL- 2.00('16'10) <br />INVEL-O.45tNAVDJ <br />12" HDPEFROMTRENCH <br />24" DIAMETER INVEL.2.00(NGVOJ <br />DRAINAGE WELL INVEL-0.45(NAVOI <br />ToPEL-2.00(NGVOI <br />TOPEL-0.45(N,l,VOj <br />4" HOPE (POOL AREAl <br />INV EL-2.o0 (NGVOJ <br />INVEL-O.45 (NAVOI <br />BOTTOMEL-(-J 3,00 (NGVO) <br />BoTTOMEL-(-) 4.55 (NAVOJ <br /> <br />'7BAR~6"HORIZ/ <br />HOPE (FROMF.O,J <br />EL-2.00(NGVDJ <br />EL-D.45(NIlVOJ <br /> <br />IS" HOPE (FROHF.D.J <br />INVEL"2.D0INGVol <br />INVEL-O.45(NAVOJ <br /> <br />'4@12"C.C. <br /> <br />~INlHIMEOIATE <br />BAFFLE WALL <br />ARSW/HOOKS <br />" E.W. <br /> <br />E.W. <br /> <br />2'CL <br /> <br />2' XB" KEYWAY <br />ALLAROUNO <br /> <br /> <br /> 0 <br /> ~ --- <br />" <br /> <br />-,. <br />~ <br /> <br />....l-.I.-'\ ",2'-6' <br />12' E.W. <br />5'-0" <br /> <br />7'-10' <br /> <br />L"~ <br /> <br />". <br />'" <br />'" <br /> <br />SECTION B-B <br /> <br />N,T.S. <br /> <br />NOTES: <br /> <br />I. CLASS I CONCRETE TO HAVE A NINIMUN COMPRESSIVE STRENGTH OF <br />4.000 PSI. NO CLORIDES liRE PERMITTED IN CONCRETE. <br />2. STEEL TO BE WEw B~RS I N ACCORDANCE WI TH ASTM .0.-615. GRADE 60. <br />3. NO INFLUENT PIPES StiALL BE CONNECTED ro WELL CHAM8ER. <br />4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK Fon APPROVAL BEFORE <br />FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME ANOCOVEH. <br />5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBJ.tll SHOP <br />DRAWINGS SIGNED AND SEALED BY A SHIUCTURIlL ENGINEER TO <br />PROJECT MANAGER FOR APPROVAL BY ENGINEER <br />5. SEOlloiENTTANKSHALLBEOESIGNED10WITHSTANOH-20LOAOING <br />7. CONTRACTOR StiALL PROVIDE OOCUJ.tENTATION FROM THE WELL ORILLER <br />INSURING THAT THE DISPOSAL WELL ATTAINED A l-tINIMUM DISCHARGE <br />CAPACITYOF_____GPMAT____FEETOFHE,l,O(MINIMUMJ IFTHESE <br />WELL DISCHARGE CAPACITIES ARE NOT OTBAIWED, THE ENGINEER MUST <br />BE NOTIFIEO IMMEDIATELY. <br />8 CONTRACTOR SHALL MA(NT.l.IN SEOIMENT TANK CLEAN OF ANY DEBRIS <br />FOR THE LENGHT OF THE PAOJECT. ENGINEER SHALL BE NOTIFIED FOA <br />FINAL INSPECTION OF THESEDIMENl TANK ANOORAIN.I,GE HELL <br />PRlORTO.l,CCEPTANCE. <br /> <br />SEDIMENT TANK <br />DRAINAGE WELL NO <br /> <br />AND <br />2 DETAILS <br /> <br />. " <br /> <br />~ <br />" <br />< , <br />a <br />o <br />~~" 0 <br />Z [!iN <br />- ". <br />~ ~ ~! <br />~ u ~:g I; <br />o_~~o <br />=ott%~~ <br />::z~~~[ <br />u --' -'xc <br />. <" <br />-.. <br />" . <br />-,< <br />'W" <br />:!~ <br />"'Ltl.- <br />~. <br />[5;;:;~ <br />"0. <br />0, <br />~~ <br />:i~ <br />o <br />~ <br />. <br /> <br />Illl~ <br />Iftlllll <br /> <br /> <C <br /> 0 <br /> CI: <br /> 0 <br /> I ..J <br /> LL <br /> U W <br /> <( (f) ::> I <br /> L Z <br /> W wu <br /> ::J ><C <br /> OJ <Cw <br /> IT) <br /> Z (f) <br /> Z (f) <br /> =:J w <br /> L ..J ..J <br /> <( ..J (f) <br /> 0 0 <br /> W 0 u <br /> >- <br /> f- z lDZ <br /> 0 f'-Z <br /> <( 'to:> <br /> U f'-(f) <br /> I " <br /> LL <br /> U 0 <br /> >- <br /> c- <br /> u <br />, date revlslon/lssue <br /> <br />desl9ned "- VMIGAS <br />dra'lO " SERRATE <br />checked L. SERR.I,TE <br />approved "- VARGAS <br />prOl no 11032-01 <br />scale AS SHOWN <br />date JAN25. 2012 <br />cadrer 11032-19 <br /> <br />ROOOLFOJ. VARGAS <br />PE'3564B <br /> <br />dra~ln9 <br /> <br />C-g <br />